Summary for Test 2021-05-11-29-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/11/2021 | Sample Unique Key | 29 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/11/2021 |
| Sample type | Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-16) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78793 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 768791 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-11-29
DIME Test ID: 2021-05-11-29-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2021-07-13
Test Results
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/17/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: 1.1% Lime
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 122 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.3 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.9 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 25000
Impression at specified number of passes average: 2 mm
General comments (publicly viewable) (Max 1000 characters): CT 389 is not available in DIME.
Test was verified on 7/13/2021 ✔